318-08_2nd_printing_jun_2008_10-24-08

318-08_2nd_printing_jun_2008_10-24-08 - ERRATA as of ACI...

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ERRATA as of February 23, 2011 ACI 318-08 Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary 2 nd printing Reported by ACI Committee 318 1.1.4 , page 10, revised as: … design and construction in accordance with ACI 332 -04 shall be permitted. Table R1.1.9.1 , page 13, revised as: Code, standard, or resource document and edition Level of seismic risk or assigned seismic performance or design categories as defined in the Code ACI 318-08; IBC 2000, 2003, 2006; NFPA 5000, 2003, 2006; ASCE 7-98, 7-02, 7-05; NEHRP 1997, 2000, 2003 SDC * A, B SDC C SDC D, E, F ACI 318-05 and previous editions Low seismic risk Moderate/ intermediate seismic risk High seismic risk BOCA National Building Code 1993, 1996, 1999; Standard Building Code 1994, 1997, 1999; ASCE 7-93, 7-95; NEHRP 1991, 1994 SPC A, B SPC C SPC D, E Uniform Building Code 1991, 1994, 1997 Seismic Zone 0, 1 Seismic Zone 2 Seismic Zone 3, 4 * SDC = Seismic design category as defined in code, standard, or resource document. SPC = Seismic performance category as defined in code, standard, or resource document. 2.1 , page 22, revised as: l = span length of beam…, see 8.7 8.9 , Chapter 9 2.1 , page 26, revised as: ρ = ratio of A s to bd , Chapters 10, 11, 13… R2.1 , Commentary notation, page 27, revised as: c a 1 = limiting value of c a 1 when anchors are located less than 1.5 h ef 1.5 c a 1 from three or more edges (see Fig. RD.6.2.4), Appendix D 3.5.1 , page 43, revised as: Discontinuous deformed steel fibers shall be permitted only for resisting shear under conditions specified in 11.4.6.3 11.4.6.1(f). R3.5.1 , page 43, revised as: Discontinuous deformed steel fibers are permitted only for resisting shear in flexural members (see 11.4.6.3 11.4.6.1(f) ). Page 1 of 5
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3.5.3.9 , page 46, revised as: Epoxy-coated wires and welded wire reinforcement shall conform to ASTM A884. Wires to be epoxy-coated shall conform to 3.5.3.4 3.5.3.5 and welded wire reinforcement to be epoxy-coated shall conform to 3.5.3.5 3.5.3.6 or 3.5.3.6 3.5.3.7 . R3.8 , page 50, Title for ASTM A588/A588M-05, revised as: Standard Specification for High-Strength Low-Alloy Structural Steel, with 50 ksi [345 MPa] Minimum Yield Point to 4 in. [100 - mm] Thick up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance R3.8 , page 53, Title for ASTM C1116, revised as: C1116 - 06 C1116/C1116M-06 Standard Specification for Fiber-Reinforced Concrete and Shotcrete R4.3.1 , page 58, third paragraph, revised as: Table 4.3.1 Table 4.2.1 lists seawater under Exposure Class S1… 5.1.4 — Where design criteria in 8.6.1, 12.2.4(d), and 22.5.6.1 provide for use of a splitting tensile strength value of concrete, laboratory tests shall be made in accordance with ASTM C330 to establish a value of f ct f ct corresponding to f c . 7.5.2.2 , page 90, revised as: …discontinuous ends of other members. The tolerance for minimum concrete cover of 7.5.2.1 shall… Fig. R7.12.3 , page 100, footnote in bottom right corner, revised as: Width of slab…other than b w + 16 h (see 8.10 8.12 ) may be… R8.2 , page 103, revised as: The provisions in the Code…formally formerly known as ANSI A58.1… R10.7, page 137, first paragraph, revised as: The span-to-depth ratios… The definitions of deep beams given in 10.7.1 and 11.8.1 11.7.1 of
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This note was uploaded on 05/28/2011 for the course CES 4702 taught by Professor Mirmaran during the Fall '09 term at FIU.

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318-08_2nd_printing_jun_2008_10-24-08 - ERRATA as of ACI...

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